The floor beam in Fig. 1-8 is used to support the 6-ft width of alightweight plain concrete slab having a thickness of 4 in. The slabserves as a portion of the ceiling for the floor below, and therefore itsbottom is coated with plaster. Furthermore, an 8-ft-high, 12-in.-thicklightweight solid concrete block wall is directly over the top flange ofthe beam. Determine the loading on the beam measured per foot oflength of the beam.12 in.8 ft4 in.3 ft3 ft.Fig. 1-8TABLE 1.3 Minimum Design Dead Loads*WallspsfkN/m24-in. (102 mm) clay brick8-in. (203 mm) clay brick12-in. (305 mm) clay brick391.87793.78TABLE 1.2 Minimum Densities for DesignLoads from Materials*1155.51Frame Partitions and WallsIb/ft3kN/m3Exterior stud walls with brick veneer482.30Aluminum17026.7Windows, glass, frame and sashWood studs 2 X 4 in. (51 × 102 mm),unplasteredWood studs 2 X 4 in. (51 X 102 mm),plastered one side0.38Concrete, plain cinderConcrete, plain stone10817.00.1914422.6Concrete, reinforced cinder11117.4120.57Concrete, reinforced stone15023.6Wood studs 2 × 4 in. (51 × 102 mm),Clay, dryClay, dampSand and gravel, dry, looseSand and gravel, wet639.9200.9611017.3plastered two sides10015.7Floor Fill12018.90.017Cinder concrete, per inch (mm)Lightweight concrete, plain, per inch (mm)Stone concrete, per inch (mm)9Masonry, lightweight solid10516.580.015concrete120.023Masonry, normal weightPlywood13521.2365.7CeilingsSteel, cold-drawn49277.3Acoustical fiberboard10.05Wood, Douglas Fir345.3Plaster on tile or concrete0.24Wood, Southern Pine375.8Suspended metal lath and gypsum plasterAsphalt shinglesFiberboard, -in. (13 mm)100.48Wood, spruce294.50.100.04*Minimum Densities for Design Loads from Materials, Reproducedwith permission from American Society of Civil EngineersMinimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10. Copies of this standard may be purchaed from ASCE atwww.pubs.asce.org, American Society of Civil Engineers.0.75*Minimum Design Dead Loads, Reproduced with permission from AmericanSociety of Civil Engineers Minimum Design Loads for Buildings and OtherStructures, ASCE/SEI 7-10, American Society of Civil Engineers.

Given :The floor beam as shown in figure is used to support the 6ft width of a lifht weightplain…

The floor beam in Fig. 1-8 is used to support the 6-ft width of a lightweight plain concrete slab having a thickness of 4 in. The slab serves as a portion of the ceiling for the floor below, and therefore its bottom is coated with plaster. Furthermore, an 8-ft-high, 12-in.-thick lightweight solid concrete block wall is directly over the top flange of the beam. Determine the loading on the beam measured per foot of length of the beam. 12 in. 8 ft 4 in. 3 ft-3 ft7 Fig. 1-8

The floor beam in Fig. 1-8 is used to support the 6-ft width of a lightweight plain concrete slab having a thickness of 4 in. The slab serves as a portion of the ceiling for the floor below, and therefore its bottom is coated with plaster. Furthermore, an 8-ft-high, 12-in.-thick lightweight solid concrete block wall is directly over the top flange of the beam. Determine the loading on the beam measured per foot of length of the beam. 12 in. 8 ft 4 in. 3 ft-3 ft7 Fig. 1-8

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The floor beam in fig. is used to support the 6-ft width of a lightweight plain concrete slab having a thickness of 4 in. The slab serves as a portion of the ceiling for the floor below, and therefore its bottom is coated with plaster. Furthermore, an 8-ft-high, 12-in.-Thick lightweight solid concrete block wall is directly over the top flange of the beam. Determine the loading on the beam measured per foot of length of the beam.
3.the roof rafters of figure 2-122 are supported by a partition that runs down the center of the building . the total load is 80lb/ft of sloped rafter length .determine the horizontal thrust that each rafter will exert at the top outer wall if the central load-bearing partition is accidentally removed
The beam supports the roof made from asphalt shingles and wood sheathing boards. If the boards have thickness of 38 mm and a specific weight of 7.86 kN/m3, and the roof’s angle of slope is 30O, determine the dead load of the roofing per square meter that is supported in the x and y directions by the purlins.
QUESTION-1: Draw the bending moment diagram of the system under the influence of external loads below. Calculate the vertical displacement value at the intersection of the horizontal beam and vertical column member? (EI= 50000kNm2)
The floor beam shown is used to support the 6-ft width of a lightweight plain concrete slab having a thickness of 4 in. The slab serves as a portion of the ceiling for the floor below, and therefore its bottom is coated with plaster. Furthermore, an 8-ft-high, 12-in.-thick lightweight solid concrete block wall is directly over the top flange of the beam. Determine the loading on the beam measured per foot of length of the beam. Assume that the density of concrete slab is 100 lbs/ft3, design load for plaster ceiling is 5 psf and density for block wall is 105 lbs/ft3.
A gable frame is subjected to a snow loading, as shown in Fig. Draw the shear, bending moment, andaxial force diagrams and the qualitative deflected shape for the frame
The balcony located on the third floor of a motel is shown in (Figure 1). It is constructed using a 4-in.in. -thick concrete (plain stone) slab which rests on the four simply supported floor beams, two cantilevered side girders AB and HGHG, and the front and rear girders. The idealized framing plan with average dimensions is shown in (Figure 2). According to local code, the balcony live load is 45 psf. Assume the front girder is a channel that has a weight of 25 lb/ft and the side girders are wide flange sections that have a weight of 45 lb/ft. Neglect the weight of the floor beams and front railing. For this solution treat each of the five slabs as two-way slabs. Follow the sign convention. Part A: Draw shear and moment diagram for girder AB. Part B: Draw shear and moment diagram for girder BG.
5.Calculate the moment at right end of span BC (MBC) in kN.m.0 6.Calculate the shear at left end of span AB in kN.0 7.Calculate the shear at right end of span AB in kN.0 8.Calculate the shear at left end of span BC in kN.0
Replace the loading (Figure 1) by an equivalent resultant force and couple moment at point O. Suppose that F1={8i−2k}kN and F2={−4i+5j−2k}kN. Part A Part complete Determine the resultant force. Enter the x, y, and z components of the force in kilonewtons to three significant figures separated by commas. Part B Determine the equivalent resultant couple moment about point O. Enter the x, y, and z components of the moment in kilonewton-meters to three significant figures separated by commas.
A steel framework is used to support the 4" reinforced concrete slab that carries a uniform live loading of 1.9kPa. Sketch the loading that acts along members BE and FED. b = 3 m and a = 2.5 m.
Based on the external force P that pushes the wedge B towards the wall, what is the direction of the frictional force of the upper wedge A (between wedge A and wedge B)? 3 kN Towards the wall (to the left). Away from the wall (To the right) Towards the floor (downward) Away from the floor (upward)
Determine the external wind pressure on the roof of the rigid-gabled frame of an apartment building shown in Fig. P2.12. The building is located in the Los Angeles area of California, where the terrain is representative of exposure B. The wind direction is normal to the ridge as shown.